AMENDMENT_0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to extend the proposal due date to August 11, 2015 and to schedule another site visit for Wednesday, July 22, 2015 at 0900.

Please see continuation page for site visit instructions.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 8

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 13-Jul-2015

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N40085-15-R-0310

X 9B. DATED (SEE ITEM 11)

17-Jun-2015

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

13-Jul-2015

CODE

NAVFAC MID ATLANTIC

MARINE CORPS IPT

9324 VIRGINIA AVE

NORFOLK VA 23511

N40085 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N40085-15-R-0310

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMNET 0002

SITE VISIT INFORMATION

PRE-PROPOSAL CONFERENCE/SITE VISIT INFORMATION:

1. A pre-proposal conference/site visit will be held on: Wednesday, 22 July, 2015, 9 a.m. to 10:30 a.m.

EST

Location: FEAD Office Building 163, Curtis Road PSC Box 8003 Cherry Point, NC 28533

Base Access:

Contractors will need to go to the Pass Office at the front gate to get a temporary pass for that day. The Govt. POC will have already contacted the gate and put their names on the list. Contractors shall contact the below Govt. POC for all questions, concerns, or issues concerning base access.

Government POC(s):

Amber S. Willis.

Construction Manager Facilities Engineering & Acquisition Division (FEAD) Public Works Department Marine Corps Air Station Cherry Point Phone - 252-466-4745

Email: amber.willis@navy.mil

CONTRACT DRAWINGS

NAVFAC Drawing Nos. 12697010 (C-001A), 12697012 (C-003A), 12697021 (CD102A), 12697028 (CD109A), 12697044 (CS104A), 12697073 (C-510A), 12697074 (C-511A), 12697077 (C-514A), 12697261 (A-540A), 12697262 (A-541A), 12697263 (A-542A), 12697518 (C-302C), 12697519 (C-303C), 12697520 (C-304C), 12697523 (C-307C), and 12697530 (C-314C), are revised as of June 30, 2015.

These revised drawings accompany this Amendment.

On NAVFAC Dwg. No. 12697094 (DP106A)

In the offsheet continuation reference for the 20” RW line, DELETE the text “DWG CU104B” and replace it with the text “DWG C-301C”.

On NAVFAC Dwg. No. 12697232 (S-348A)

Sheet Keynotes: DELETE Note 8 in its entirety and replace with the following, "CONC EQUIP PAD TYPE

"E" SEE A3/S-805A".

SECTION 01 30 01.00 22 DESIGN, PROCUREMENT, AND INSTALLATION OF FURNITURE,

FIXTURES, AND EQUIPMENT

1.3 GENERAL REQUIREMENTS

DELETE the second paragraph in its entirety and REPLACE with the following:

“The design and documentation of the FF&E shall be funded as the Interior Design Services Option. The purchase and installation of the FF&E Package shall be funded separately as the FF&E Planned Modification. The Government FF&E budget on the Bid Schedule/Price Proposal Form for the FF&E and Planned Modifications are $939,715 and does not include the Contractor’s Handling and Administration Rate (HAR). This Government FF&E estimate shall not be altered by Contractors during the bid process.”

SECTION 04 20 00 MASONRY

2.2 CLAY BRICK

After the 5th sentence, ADD the following:

“Average dimensions of Well House brick shall be 2-1/4 inches high, 3-5/8 inches thick, and 8 inches long (standard), subject to the tolerances specified in ASTM C62.”

3.2.4.5 Brick Sills (Well Houses only)

Following the first sentence, ADD the following:

“Fill all joints solidly with mortar and tool.”

3.2.4.6 Brick Veneer

Before the first sentence, ADD the following:

“Provide a continuous cavity as indicated.”

3.4 WEEP HOLES

DELETE the second sentence in its entirety and replace with the following:

“Weep holes shall be full open head joints (24 inches) o.c., or as indicated, for brick faced walls and minimum (2 inch) open head joints (24 inches) o.c. for concrete masonry unit construction.”

SECTION 06 10 00 ROUGH CARPENTRY

2.3 PLYWOOD

After this paragraph, ADD the following:

“2.3.1 Roof Sheathing

“2.3.1.1 Plywood C-D Grade, Exposure 1, with an Identification Index of not less than 24/0.”

SECTION 06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

2.3.7 Shower Wall Panel and Floor System (Building 4357 only)

DELETE the last sentence of the first paragraph and replace with the following:

“Floor pan shall be as follows:”

After the first paragraph ADD the following:

“IAPMO Z124.1.2, solid cast polyester/acrylic blend resin with drain location as indicated. Provide coved side walls, minimum one-inch panel platform with a 5 degree slope and a 12 inch minimum water dam.

Provide a non-skid floor surface with water channels directing water to the drain at a 2 degree slope (1/4 inch per foot). The slip resistance coefficient of the non-skid surface shall be in accordance with ASTM F462. Provide color as indicated on the drawings. Provide matching inside corner trim molding to protect and conceal corner sealant and provide matching corner shelf cast from solid surface polymer material.

Shower floor characteristics shall be as follows:

a. Hardness shall be in accordance with ASTM D2583.

b. Flex strength shall be in accordance with ASTM D790.

c. Water absorption after 24 hours shall be in accordance with ASTM D570.

d. Boiling water resistance shall be in accordance with ANSI/NEMA LD 3.

e. Stain Resistance shall be in accordance with IAPMO Z124.3.

f. Flame Spread shall be Class I when tested in accordance with ASTM E84.”

2.3.8 Tub/Shower Wall Panel and Floor System (where shown)

DELETE this paragraph in its entirety.

SECTION 07 41 13 METAL ROOF PANELS

2.1.1 Steel Sheet Panels

Following subparagraph “c”, ADD the following:

“1. profile for Chemical Storage Shed shall be a 1-1/2 inch high rib at 7.2 inches o.c.; 38-7/8 inch overall width with 36 inch exposed panel and exposed fasteners.”

2.3.2.3 Gutter and Downspout Fabrications

At the end of the 8th paragraph after the text “and decorative trim”, ADD “; or approved equal”.

2.3.4 Prefabricated Restraint Standing Seam Safety Protection

At the end of the last paragraph after the text “Construction Harness”, ADD “; or approved equal”.

SECTION 07 60 00 FLASHING AND SHEET METAL

3.2.1 Copings (Building 4357 only)

DELETE the second paragraph in its entirety and replace with the following:

“Provide coping using aluminum sheets 8 or 10 feet long. Terminate outer edges in continuous edge strips. Install with sealed cover plate joints.”

SECTION 07 72 01 ROOFING ACCESSORIES

1.2 DESIGN REQUIREMENTS

After the first paragraph, ADD the following:

“1.2.1 Wind Event Uplift Resistance and Equipment Curbs

All roof appurtenances and equipment including, but not limited to, access hatches and fans shall be mounted on roof appropriate designed curbs. Although the installation of these items may involve the roof installer, curb installer and/or HVAC equipment installer, the Contractor shall provide equipment and curb hold-down brackets to secure roof appurtenances and equipment to a roof curb and then to the building structure. Provide Wind Certification signed and sealed by a registered Professional Engineer (PE) certifying that rooftop appurtenances and equipment can safely withstand design criteria wind pressures without separating from the roof curb, or the roof curb separating from the roof.”

1.3 SUBMITTALS

SD-02 Shop Drawings

After this heading, ADD the following:

“Roof Curbs

Shop Drawings shall include details showing method of anchorage that includes design and installation of equipment and curb hold-down brackets used to secure rooftop equipment to a roof curb and the roof curb to the building structure. Provide Wind Certification signed and sealed by a registered Professional Engineer (PE) certifying that rooftop appurtenances and equipment can safely withstand design criteria wind pressures without separating from the roof curb, or the roof curb separating from the roof. The design of this bracing shall be based on the actual curb and equipment and/or roof appurtenances to be provided.”

SECTION 08 62 50 TUBULAR DAYLIGHTING DEVICE

2.2 TUBULAR DAYLIGHTING DEVICES

At the end of sub-paragraph “b” after the text “and roof curb”, ADD “; or approved equal”.

SECTION 22 00 00 PLUMBING, GENERAL PURPOSE

2.1.1 Pipe Joint Materials

DELETE sub-paragraph “h” in its entirety and REPLACE with the following:

“h. Not used.”

DELETE sub-paragraph “i” in its entirety and REPLACE with the following:

“i. Not used.”

DELETE sub-paragraph “n” in its entirety and REPLACE with the following:

“n. Not used.”

In sub-paragraph “p”, DELETE the text “Tubing shall be cleaned per SC-10.” and replace with “Tubing shall be thoroughly cleaned of oil, scale, rust, and dirt.”

3.1.2 Compressed Gas Piping (Oil Free) For All Gases Except Acetylene)

DELETE the last paragraph in its entirety.

3.1.3.3 Copper Tube and Pipe

DELETE sub-paragraph “d” in its entirety.

SECTION 23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

1.3 SUBMITTALS

SD-10 Operation and Maintenance Data

After this heading, ADD the following:

“In-Line Vaneaxial Centrifugal Fans; G”

SECTION 40 05 13 PIPELINES, LIQUID PROCESS PIPING

2.2.1 Ductile Iron Pipe

Before the first paragraph, ADD the following:

“Buried ductile iron pipe for liquid service using push-on, mechanical, or proprietary restrained joints shall be pressure class conforming to AWWA C151/A21.51 Table 5 and Table 7 for Type 4 trench, 250 psi minimum working pressure. Follower glands shall be ductile iron. Exposed ductile iron pipe using flange joints shall be AWWA C115/A21.15, thickness Class 53 minimum, 250 psi minimum working pressure.”

2.8.1. HDPE Pipe

In the last paragraph, DELETE the text, “Outside Diameter Basis: IPS” and replace with the text, “Outside Diameter Basis: DIPS”.

SUPPLEMENT 1 (PIPING SCHEDULE)

Service/Flow Stream: Air (High Pressure), 316 SST

To the “Remarks” column ADD the following:

“Schedule 40S for piping 2-1/2” diameter or smaller. Schedule 10S for piping 3” diameter or larger.”

Service/Flow Stream: Cartridge Filter Influent/Cartridge Filter Effluent, 316 SST

To the “Remarks” column, ADD the text, “Schedule 10S”.

Service/Flow Stream: Decarbonator Feed, 316 SST

To the “Remarks” column, ADD the text, “Schedule 10S”.

Service/Flow Stream: Membrane Permeate, 316 SST

To the “Remarks” column, ADD the text, “Schedule 10S”.

Service/Flow Stream: Raw Water, 316 SST

To the “Remarks” column, ADD the text, “Schedule 10S”.

Service/Flow Stream: ADD Concentrate Outfall to the table in Supplement 1 as follows:

Service/Flow Stream

Legend Size (inches)

Material Installation Pressure Max Operation, Test

Color Code

Remarks

Concentrate Outfall

CO 12” HDPE BUR 30, 100H DR 17

SECTION 43 41 16.16 40 VERTICAL ATMOSPHERIC TANKS AND VESSELS

3.2 OPERATION AND MAINTENANCE MANUAL

DELETE the sentence in its entirety and REPLACE with the following:

“Provide O&M manual in accordance with Section 01 78 23 OPERATION AND MAINTENANCE DATA and Section 01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT INFORMATION (eOMSI).”

(End of Summary of Changes)

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DWGS FOR LOCATIONS

TIES, SEE STRUCTURAL

MASONRY VENEER

MORTAR DRIPPINGS

KEEP FREE OF

AIR SPACE, MINIMUM 1",

DWGS FOR LOCATIONS

TIES, SEE STRUCTURAL

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MORTAR DRIPPINGS

KEEP FREE OF

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1'-8"

/2

METAL ROOF

ROOF MEMBRANE

NAIL BASE

( MIN 30-R)

RIGID INSULATION

DECK

METAL ROOF

GUTTER

W/ INTEGRATED

METAL CORNICE

PREFABRICATED

CONC WALL

SEE STRUCTURAL

METAL TRUSS

/2

METAL ROOF

ROOF MEMBRANE

NAIL BASE

GUTTER

W/ INTEGRATED

METAL CORNICE

PREFABRICATED

DECK

METAL ROOF

SEE STRUCTURAL

METAL TRUSS

CLOSURE, TYP

18ga BENT PLATE

CONC WALL

MORTAR DRIPPINGS

KEEP FREE OF

AIR SPACE, MINIMUM 1",

INSULATION (R-19)

RIGID

( MIN 30-R)

RIGID INSULATION

GUTTER

W/ INTEGRATED

METAL CORNICE

PREFABRICATED

STEEL COLUMN, PTD

SEE STRUCTURAL

METAL TRUSS, PTD

CONTINOUS

RIGID INSULATION (R-19)

REGLET FLASHING

CAVITY WEEP

ROOF -SEE ROOF PLAN

ON LOWER

DOWNSPOUT TERMINATES

METAL ROOF

ROOF MEMBRANE

NAIL BASE

DECK

METAL ROOF

( MIN 30-R)

RIGID INSULATION

SEE STRUCTURAL

METAL TRUSS

WALL TO ROOF

CONTINUOUS FROM

INSULATION TO BE

2'-6"

1'-8"

1'-8"

DECK

METAL ROOF

( MIN 30-R)

RIGID INSULATION

NAIL BASE

ROOF MEMBRANE

METAL ROOF

CLOSURE, TYP

18ga BENT PLATE

METAL ROOF

SEE A4 / A-812A

HEADWALL FLASHING

/4

MFR, TYP

CORNICE

GUSSET BY

MORTAR DRIPPINGS

KEEP FREE OF

AIR SPACE, MINIMUM 1",

INSULATION (R-19)

RIGID

SEE STRUCTURAL

METAL TRUSS

CLOSURE, TYP

18ga BENT PLATE

WALL TO ROOF

CONTINUOUS FROM

INSULATION TO BE

DECK

METAL ROOF

( MIN 30-R)

RIGID INSULATION

NAIL BASE

ROOF MEMBRANE

METAL ROOF

GUTTER

W/ INTEGRATED

METAL CORNICE

PREFABRICATED

CONC WALL

GENERAL NOTE:

DECK TERMINATIONS AND BENT PLATE DETAILS

SEE A-812A & A-813 FOR ROOF ASSEMBLY,

PANEL

METAL SOFFIT

METAL FRAMING

LIGHT GAUGE

PANEL

METAL SOFFIT

METAL FRAMING

LIGHT GAUGE

GUTTER

W/ INTEGRATED

METAL CORNICE

PREFABRICATED

AS NOTED

MFR, TYP

CORNICE

GUSSET BY

MFR, TYP

CORNICE

GUSSET BY

SEE A4/A-812A

HEADWALL FLASHING

FOAM BARRIER

POLYURETHANE

SPRAY

B1

EAVE

NTS

B2

NTS

B4

EAVE

NTS

HEADWALL / EAVE

A1

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A2

NTS

A4

NTS

EAVEHEADWALLEAVE

DWGS FOR LOCATIONS

TIES, SEE STRUCTURAL

MASONRY VENEER

DWGS FOR LOCATIONS

TIES, SEE STRUCTURAL

MASONRY VENEER

RIGID INSULATION (R-19)

1 1/2 "

BACKER ROD, TYP

CONT. SEALANT AND

CORNICE

METAL

B1/A-540A

SEE DETAIL

CLOSURE, TYP

18ga BENT PLATE

FOAM BARRIER

POLYURETHANE

SPRAY

(AIR AND VAPOR BARRIER)

WATERPROOFING

FLUID APPLIED

FOAM BARRIER

POLYURETHANE

SPRAY

WATERPROOFING

FLUID APPLIED

CONC WALL

(AIR AND VAPOR BARRIER)

WATERPROOFING

FLUID APPLIED

WATERPROOFING

FLUID APPLIED

WATERPROOFING

FLUID APPLIED

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SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

C. ALLAN BAMFORTH, JR.,

NORFOLK, VIRGINIA

License Number F-0699 27604 Tel: 919-875-4311

Suite 214 Raleigh, NC 3120 Highwoods Blvd, NI

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METAL ROOF

ROOF MEMBRANE

DECK

METAL ROOF

NAIL BASE

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1'-8"

GUTTER

W/ INTEGRATED

METAL CORNICE

PREFABRICATED

EXPANSION JOINT

GUTTER BEYOND

2'-4"

/4

WASHERS

BOLT, NUT AND

7/8" X 2 1/2" GALV

WELDED CONNECTION

(4 PER BRACKET)

W/ NEOPRENE WASHER

SS # 14 SCREW

SUPPORTS

2" X 2" X .125" AL

BRACKET

SADDLE

STEEL ROD

1" GALVANIZED

VENEER

BRICK

PLATE

6" X 6"

SUPPORT

ALUMINUM

2" X 2" X .125" FLASHING

ALUMINUM

(CONT)

SEALANT

PAN DECKING

4" X 6" CAP AND

8" GUTTER

SCUPPER

8" GUTTER

CONC WALL

ROD

GALV STEEL

STANDOFF

MFR, TYP

CORNICE

GUSSET BY

3/4" Ø GALV ANCHOR

MANUFACTURE'S DESIGN CALCULATIONS.

PROVIDE LARGER AS REQUIRED BY

COMPONENT SIZES LIST ARE MINIMUMS.

PRE-ENGINEERED METAL CANOPY

AVOID WALL REINFORCING.

COORDINATE ANCHOR LOCATIONS TO

ACCEPTED.

ANCHORAGE TO VENEER WILL NOT BE

1.

2.

3.

NOTES:

CONNECTION

WELDED

EYE-BOLT

GALVANIZED

JAM NUT

FIELD VERIFY LENGTH OF STANDOFFS.4.

SEAL ALL AROUND STANDOFF AND VENEER.5.

FOR CANOPY FASTENER

STANDOFF, TAP OTHER END

AFFIX 3/4" Ø STUD TO

ANCHOR, SEE NOTE 2

3/4" Ø ADHESIVE

( MIN 30-R)

RIGID INSULATION

CORNICE CLOSURE

FLASHING TO ACCEPT GUTTER \

MODIFY PORTION OF ROOF

MFR, TYP

CORNICE

GUSSET BY

ROOF OF OPERATIONS ROOF

JOINT UP TO WHERE IT INTERSECTS

CORNICE PASS ROOF EXPANSION

CAP PORTION OF GUTTER\

FLASHING

THRU-WALL

LEDGER ANGLE

WEEP @ 32" O.C.

DECK

METAL ROOF

( MIN 30-R)

RIGID INSULATION

NAIL BASE

ROOF MEMBRANE

METAL ROOF

MFR, TYP

CORNICE

GUSSET BY

CLOSURE, TYP

18ga BENT PLATE

8"1'-8"

METAL CORNICE

PREFABRICATED

LOOKOUT

/2

/2

LEDGER ANGLE EL 55.30 @ OPS

LEDGER ANGLE EL 57.30 @ PROCESS

C1 C3

A1 A3

GABEL

NTS

PRE-ENGINEERED METAL CANOPY

EAVE EXTENSION

EAVE

NTS

NTS

NTS

B1/A-540A

SEE DETAIL

B1/A-540A

SEE DETAIL

B1/A-540A

SEE DETAIL

DRAWING A-540A.

BENT PLATE-SEE

INSULATION AT

CONTINUOUS

WALL TO ROOF

CONTINUOUS FROM

INSULATION TO BE

CONC WALL

SEE STRUCTURAL

METAL TRUSS

CLOSURE, TYP

18ga BENT PLATE

WATERPROOFING

FLUID APPLIED

MORTAR DRIPPINGS

KEEP FREE OF

AIR SPACE, MINIMUM 1",

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IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Suite 214 Raleigh, NC 3120 Highwoods Blvd, NI

E

WT

UART NNA

H T

E B

T C

E

TI

HCRA DERET

SI

G E

R

A

NILORAC HT

R

O

N

A

NI

L O

R

AC HTRON ,

H

GI

E L

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/1

/2

:0

:0

P

M F

IL

E N

A M

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P L

O T D

A T

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P L

O T T

IM

E

/1

/2

:0

:0

282 618

B L

D G

P -5

U -A -5

A .d g n

A R

C H

IT

E C

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R A

L

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N S A

N D T

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A T

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N T B

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IL

D

A-542A

AS NOTED

12697263

IL

D

IN

G D

E T

A

IL

S

C1 1"=1'-0"

B1 1"=1'-0"

A1 1"=1'-0"

A2 1"=1'-0"

B2 1"=1'-0"

C2 1"=1'-0"

D2 1"=1'-0"

C3 1"=1'-0"

DETAIL

B3 1"=1'-0"

DETAIL

A3

C4

B4

MOVEMENT JOINT (MJ)

MOVEMENT JOINT (MJ)

MOVEMENT JOINT (MJ)

4'-0"

8"

4'-0"

8"

4"4"

8"

1'-4"

8"1'-0"

1'-0" 1'-0"

1'-0"

1/2"

N

A-345A

N

A-345A

N

A-345A

1/2"=1'-0"

1/2"=1'-0"

1/2"=1'-0"

0 1 2 3

1"=1'-0"

0 2 4 6

1/2"=1'-0"

4"

WITH GATE

ANTI-SCALE SECURITY FENCE

STEEL FACTORY FINISHED 8'-0"

IMBEDDED IN CONCRETE 3'-0"DEEP

3" x 3" X 7' (10') HIGH POST

DEEP

IMBEDDED IN CONCRETE 3'-0"

3" x 3" X 7' (10') HIGH POST

LOCKSET

4'-0" WGATE WITH LEVER AND

ANTI-SCALE SECURITY FENCE

STEEL FACTORY FINISHED 8'-0"

40-102A

4"

TCMU-1

PCC4

8"

1'-0"8"

DETAIL

DETAIL

DETAIL

DETAIL

DETAIL

DETAIL

DETAIL

SCHEDULED

WINDOW AS

SEE STRUCTURAL

CONCRETE WALL,

CAST-IN-PLACE

SEE STRUCTURAL

CONCRETE WALL,

CAST-IN-PLACE

TCMU-2

TCMU-2

TCMU-1

ENTRANCE

ALUMINUM

ENTRANCE

ALUMINUM

TCMU-2

SILL (PCC-6)

LINE OF PRECAST

TCMU-1

TCMU-1

SEE STRUCTURAL

CONCRETE WALL,

CAST-IN-PLACE

TCMU-6

INSULATION

3" RIGID

TCMU-2

SEE STRUCTURAL

CONCRETE WALL,

CAST-IN-PLACE

SEE STRUCTURAL

CONCRETE WALL,

CAST-IN-PLACE

INSULATION

3" RIGID

TCMU-6

SEE STRUCTURAL

CONCRETE WALL,

CAST-IN-PLACE

INSULATION

3" RIGID

SEE, B4 / A-542A

MJ, TYP

MJ

SEE, B4 / A-542A

MJ, TYP

TCMU-1

TCMU-6

TCMU-6

TCMU-1

INSULATION

3" RIGID

INSULATION

3" RIGID

TCMU-1

SEE, A3 / A-542A

MJ, TYP

INSULATION

3" RIGID

EXPANSION JOINT

THRU BUILDING

SEE, B4 / A-542A

MJ, TYP

EXPANSION JOINT

THRU BUILDING

SEE, C4 / A-542A

MJ, TYP

SEE STRUCTURAL

CONCRETE WALL,

CAST-IN-PLACE

TCMU-1

TCMU-2

TCMU-2

TCMU-2

TCMU-1

TCMU-1

SEALANT & BACKER ROD

SEALANT & BACKER ROD

EXPANSION JOINT

THRU BUILDING

EXPANSION JOINT

THRU BUILDING

BACKER ROD

SEALANT &

INSULATION

3" RIGID

WATERPROOFING

FLUID APPLIED

INSULATION

RIGID

SEE STRUCTURAL

CONCRETE WALL,

CAST-IN-PLACE

B T

D A

M P

P R

O O

F

IN

G T

O W

A T

E R

P R

O O

F

IN

G -0

-3

WATERPROOFING

FLUID APPLIED

THRU EXPANSION JOINT

WATERPROOFING

FLUID APPLIED

WATERPROOFING

FLUID APPLIED

WATERPROOFING

FLUID APPLIED

WATERPROOFING

FLUID APPLIED

WATERPROOFING

FLUID APPLIED

WATERPROOFING

FLUID APPLIED

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Suite 214 Raleigh, NC 3120 Highwoods Blvd, NI

E

WT

UART NNA

H T

E B

T C

E

TI

HCRA DERET

SI

G E

R

A

NILORAC HT

R

O

N

A

NI

L O

R

AC HTRON ,

H

GI

E L